NC0026271_Regional Office Historical File Pre 2018 (5)

IfX
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor.a'SeV;Y�: -DiVISI0,'f.UAL t . v
September 29, 2014 O C T 3 2014
David Odom, Town Manager
IM .0 0%"1ESVIL L = FM1'EGs'-`.11, L OFF CE;=
Town of Taylorsville
67 Main Avenue Drive
Taylorsville, NC 28681
Subject: Acknowledgement of Permit Renewal
Permit NCO026271
Alexander County
Dear Mr. Odom:
The NPDES Unit received your permit renewal application on September 22, 2014. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Joe
Corporon [phone].
J
Sincerely,
AA/nevi, -rk-e d-
Wren Thedford
Wastewater Branch
cc: Central Files
oresille Regional -Office
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]/Customer Service:1-877-623-6748
Internet:: www ricwater.oro
An Equal Opportunity'AffirmativeAction Employer

Town, of Taylors i lle RECEIsVEr)
"The Brushy Mountain Gateway"
67 Main Avenue Drive 0 C T 8 2014
,y
Taylorsville, North Carolina 28681
828.632.2218 (Phone) • 828.632.7964 (Fax)
www.tayloxsvillenc.com iU. 1„S 0;=?'1
September 15, 2014
Ms. Wren Thedford
NC DENR\DWR\NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Town of Taylorsville
NPDES Permit Renewal
NCO026271
Dear Ms. Thedford:
RECEIVED/DENR/DWR
SEP 2 2 2014
Water Quality
Permitting section
The Town of Taylorsville requests a renewal of its NPDES permit that expires
March 31, 2015. Since the last permit renewal, improvements to the WWTP
headworks have been completed. The improvements include a grinder, an influent
pump station, and a grit removal system.
No changes have been made to the primary processes.
Please contact myself at [phone], or Benjie Thomas, PE of West
Consultants, PLLC at [phone]with any questions.
Thank you
David Odom, Town Manager
The Town of Tayloesville does not discriminate on the basis of race, color, national origin,
see, religion, age or disability in employment or the provision of services.

FACILITY NAME AND PERMIT NUMBER: Form Approved 1114199
Town of Taylorsville WWTP NC0026271 OMB Number 2040-0086
r
t H:•;
Bid►°SIC APPLICATION INFORMATION , mu
r�
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:'
Allis, atment works•must complete questions A 1 through A.8'of this�Basic Ap'p,iitation`Inforrtiaiion packet
A.I. Facility Information.
Facility name Town of Taylorsville WWTP
Mailing Address Town of Taylorsville
67 Main Avenue Drive Taylorsville, NC 28681
Contact person David Odom
Title Town Manager
Telephone number [phone]
Facility Address 344 Minnigan Lane Tay
SEP 2 2 2014
Water Quali!y
(not P.O. Box)
Permitting ection
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant name Same as Above
Mailing Address
Contact person
Title
Telephone number
Is the applicant the owner or operator (or both) of the treatment works?
owner operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
facility applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment
works (include state -issued permits).
NPDES NCO026271 PSD
UIC Other Land Application-W00006906
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of
each entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private,
etc.).
Name Population Served Type of Collection System Ownership
Town of Taylorsville 2098 Separate Town of Taylorsville
Alexander County Prison 1000 Separate State of NC
Total population served 3098
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorville WWTP NCO026271
A.S. Indian Country.
a. Is the treatment works located in Indian Country?
Form Approved 1114199
OMB Number 2040-0086
Yes _/ No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
Yes No
A.S. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time
period with the 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 0.83 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.37 0.42 0.43 mgd
c. Maximum daily flow rate 1.57 0.94 0.78 mgd
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
Separate sanitary sewer 100.00
Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? Yes
If yes, list how many of each of the following types of discharge points the treatment works uses:
I. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
Ill. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
v. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface
impoundments that do not have outlets for discharge to waters of the U.S.? Yes
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharged to surface impoundment(s)
Is discharge continuous or intermittent?
c. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application continuous or
intermittent?
Mgd
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
Yes
1
No
No
mgd
No
Yes No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorsville WWTP NCO026271
Form Approved 1114199
OMB Number 2040-0086
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment
works (e.g., tank truck, pipe).
If transport is by a party other than the applicant, provide:
Transporter name:
Mailing Address:
Contact person:
Title:
Telephone number:
For each treatment works that receives this discharge, provide the following:
Name:
Mailing Address:
Contact person:
Title:
Telephone number:
If known, provide the NPDES permit number of the treatment works that receives this discharge.
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included in
A.8.a through A.8.d above (e.g., underground percolation, well injection)? Yes No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed of by this method:
Is disposal through this method continuous or intermittent?
1
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 21

FACILITY NAME AND PERMIT NUMBER:
Town of Taylorsville WWTP NCO026271
Form Approved 1114199
OMB Number 2040-0086
WASTEWATER DISCHARGES:
If you answered "yes" to,question A.8.a, complete questions A.9 through A.12 once, for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "no" to' question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
[A.9. Description of Outfall.
a. Outfall number 001 Alonn Stirewalt Creek
b. Location Taylorsville
28681
(City or town, if applicable)
(Zip Code)
Alexander
NC
(County
35.52 2"
81 11' 44"
(Latitude)
(Longitude)
c. Distance from shore (if applicable)
ft.
d. Depth below surface (if applicable)
ft.
e. Average daily flow rate
f. Does this outfall have either an intermittent or a
periodic discharge?
If yes, provide the following information:
Number of times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
A.10. Description of Receiving Waters. "
0.43 mgd
Yes
No (go to A.9.g.)
mgd
Yes
No
a. Name of receiving water Lower Little River Index Number 11-69-(0.5)
b. Name of watershed (if known) Stirewalt Creek -Lower Little River HUC 030501011003
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): Catawba River Basin
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable):
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow (if applicable): mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1114199
Town of Taylorsville WWTP NCO026271
OMB Number 2040-0086
A.11. Description of Treatment.
a. What levels of treatment are provided? Check all that apply.
Primary Secondary
Advanced Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBODS removal 94.00 %
Design SS removal 94.00 %
Design P removal
Design N removal 95.00 %
Other %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe.
chlorination
If disinfection is by chlorination, is dechlorination used for this outfall? Yes No
d. Does the treatment plant have post aeration? Yes No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements
of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136.
At a minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
PARAMETER
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE'
Value
Units
Value'
Units
Number of Samples
H Minimum
6.20
S.U.
H Maximum
7.50
s.u.Himt
x,
Flow Rate
0.78
mgd
0.43
mgd
149.00.
Temperature Winter
14.40
C
13.90
C
149.00
Temperature Summer
24.90
C
23.90
C
149.00
* For pH please report a minimum and a maximum daily value
POLLUTANT
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
ANALYTICAL
ML / MDL
DISCHARGE,
METHOD
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
BIOCHEMICAL OXYGEN
BOD-5
37.40
mg/1
8.64
mg/I
149.00
I CBOD-5
DEMAND (Report one)
FECAL COLIFORM
330.00
#/100
23.66
#/100
149.00
TOTAL SUSPENDED SOLIDS (TSS)
57.30
mg/I
11.97
mg/I
149.00
END OF PART A.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A'YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1114199
Town of Taylorsville WWTP NC0026271
OMB Number 2040-0086
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate > 0.1 mgd must answer questions B.1,through B.6. All others go to Part C (Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
0.58 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Rehab or replace 18,075 If of of pipe: complete 30 spot repairs of broken pipe: complete rehab/repair of 10 MH's
CCTV inspection and cleaning of 22,100 If of gravity pipe; complete smoke test inspections and repair defects
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries.
This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show
the entire area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within 1/4 mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by
truck, rail, or special pipe, show on the map where that hazardous waste enters the treatment works and where it is treated, stored, and/or
disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily
flow rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? Yes ✓ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number:
Responsibilities of Contractor:
B.5. Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question
B.5 for each. (If none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
None
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
Yes No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1114199
Town of Taylorsville WWTP NCO026271
OMB Number 2040-0086
c If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM / DD / YYYY MM / DID / YYYY
— Begin construction
— End construction
— Begin discharge
— Attain operational level
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? _Yes No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent
testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer
overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136
methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for
standard methods for analytes not addressed by 40 CFR Part 136. At a minimum, effluent testing data must be based on at least three
pollutant scans and must be no more than four and one-half years old.
Outfall Number: 001
. POLLUTANT S°
MAXIMUM DAILY_
AVERAGE DAILY DISCHARGE
DISCHARGE
ANALYTICAL
ML / MDL
Cone.
Units
Cone. "
Units
Number of
Samples
METHOD
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
AMMONIA (as N)
CHLORINE TRC(TOTAL
RESIDUAL, TRC
0.00
u /I
g
0.0�
u /I
g
149.00
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN TKN
4.76
mg/1
1.77
mgl
3.00
SM20450ON-B
0.14mg/I
NITRATE PLUS NITRITE
NITROGEN
16.40
mg/1
12.33
mg/I
3.00
SM20450ONO3-E
0.1 mg/I
OIL and GREASE
PHOSPHORUS (Total)
3.72
mg/I
2.93
mg/1
3.00
SM20ED450OP-E
0.5 mg/I
TOTAL DISSOLVED
SOLIDS (TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW TO°DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1114199
Town of Taylorsville WWTP NC0026271
OMB Number 2040-g086
„BASIC APPLICATaON1N'FkORMATIQ;N
Y.< { - - _ - '
P.,.ART C CERTIFMICATION
Allrapplicants must complete the Certification Section Refer to instructions to determine who is an officer for the` purposes of this certification All
apphcants.must complete all?applicable sections'.of Form 2A as"explained m the Application Overview: "Indicate belowQwFich parts of Form 2A you
�liaue completed and ;are submitting By signing this�certification statement` applicarits confirm `that theyhave reviewed Form 2A and have spmpleted
all=sections;-that's°" 1 ao ttiefacilit :for which this a "lieation is=submitted ,.f> ,
Indicate which parts of Form 2A you have completed and are submitting:
Basic Application Information packet Supplemental Application Information packet:
Part D (Expanded Effluent Testing Data)
Part E (Toxicity Testing: Biomonitoring Data)
Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
Part G (Combined Sewer Systems)
ALL,AFPLICANTS,MUST C.QMPLETE THE,:FOLLO,WING CERTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine
and imprisonment for knowing violations.
Name and official.title David Od9fl, Town Manager
Signature
r
Telephone number (828) 632-2222218
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assess wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 21

`C DEER - blVIWN'UF WATER QUA I7'Y
g308 CATMP4 `RIVER •,$ASIN
Class
NTame' of Stream D"escrpt"iort Class;. Date; Index "No;,
Cit AWBA.'RIvEk tLaokout, - From, bxkord Dani to a" point WS'=iV 04,�01'%99' 21- (67'1s
Shoals Lake ne"law elevatlon; 0.'6mile upstreama o£ nouti
995) of .Lower Litt-le.Ri"v.er
Punchbowl Creek
From Sourge .to Lookout
tqs; :[V
v^4/0,1,%i9.9
11.-68
Shoal,s"Lake, CaEawba River
CATA'96A;'RIVER, (Lookout
"i�elr�ta•`elEvationt
From a poir.t ,u 6 mike
AS - IV; CA
04%OL%99.
11-{"6'B:,SY
Shoals Lake
upstream pf "mnutfi of Lowe:
Little River -to Zlk Shoal:
Lreek (East.Side)..
LaxGtC lie R,uer`
I69�t0:g5i
s- u�str-e n.i '-i moot}� O
5...�..ew�lt CKesk
East Prong Lower Little'
From sourceto Lower Little,
C
03%01./
11-6,9-1
Rvex
River
Davi's.Creek:
From source to East. Prcng,
c
03/oS/62
11-69-1-1
Lower Little River
Robinette Creek
From source to Lower Little
S:
OB/l2/79.
11-6:9-1.,5
River,
Crassy`Creek
From source'to'Lower : Little
C
03%O /62
11-69-2`
River
Lambert- F,ork
P.Sda source `to tourer Little.
C;
03%01/62
11-69-3
River
Poplar -.creek
From. source ;to Lambert Fork,
C
03/01/62;
11-6,9-3;=1
Beaver araneh
From source to Lamicert Fork
C
03/Ol/,i52
11-69-3-2
.•ruddy Fork
From source to Lower' Little.
C
D3`/01/6'2,
11=69-4.
Ri;v"er
Spring ;Creek
From source .to Lower Little
C
03/01/62
River ..
Lowe_ r little ,R'iuer.
From a paint: 6 5 m l.e
S S=IV
04/O1,/'9.9'
1.1.-69- (9:-5)
upstream: of of, mouth
st rewart creek to a point
O:;a` mile'":upstream of r.1ou01^
Stirewalt Creel:
From source 'to a.point 0;.2
C
05/0.1%73
:T1-69 6->{1,1
mile upstreairi of Alexander
County -.SR' 1:111"
5t_rewa t Creek:
P:Iom a point;,0 2 mile
i:S:-IV
upstream of A'_exander
County SR 1111 to "Lower
I t'tle River
G3aae Creek
From source ;t;o Alekander
C
09/.01/74
11-697-7-(0-3,)
County SR 1.6;94'
Glace Creek
From Alexander County SR�
INS - IV
04/011/99;
11-69 '7-(D,7)
1604.t4:Lowei Little River
vamoi;ng 'Run
From source to, Glade Creek
t s vS
04/O1(93
11-69--7-1
Scott Creek
From,scuzce: to lumping Run.
;S-W
04/01;/'99
11=69-7-1-1
2B ,D3.00
p igc 2l of �10 2013=12.09" Ib aG;l9

Profile for Taylorsville
Page 1 0i"12
North Cai",ofiria"110ral Fle6n,onlic Qpiitell
Munid , P-ality :Profile for Taylorsville
Pot" " I ,
'pig a ion
T6tatPopqlatiQn (201..0)
2,098
Total -Population (2000)
1,799
Percent American Indian. (2010)
0%
Percent Asian; 0)
1%
Percent
13 . O/o,
Percent 20
6%
P ment. White '(20 10)
78%
NTed.ia-n, Age "(2,04 0.)
43.,5
226/ci
Percent 18-29(2 01 0);
1' 5 0/0,
Percent:3044.(2010) ,
IM/o
Percent 45-64 02011 %
23%.
Percent 65 aid Older ,(fO 16)
25 %
Income anal Povei-ty
Median H6usehlold Ibbomne,.(2006=2010)
$29,545
Per�Capif,,t.,Iiicomef(2QD6,=201,0.)
:$,18,940:
Poverty Rate
24%
Child, Poverty, Rpte-,(2'006-2010)
Ilo;using_
Hbmcowner8hip Rate ,(2006461'0)
510/0
,Housing :.Bu-i.lt`,Between 1980-.2010 (M06-20,1.0)-
3 8 %
Housing Units That.Are. Mobile "Homes (2006-201,0)
26%
Iaducation
B'achelor'.S.Degree or Higher (20061-2010.),
13%
-Associates Degree (2006'20,10)
2%.
AttendedCollege(2006;'-20f0)
13%
1-M& School:1)i "ploma (2006-20101
48%,
Less,Than High 'Sc'hool,Ediicition,(2006-2,01.0)
259/6
Other
'G ebgraph icRegl'.011- Pi6dinont
Rural or-*.Ur'ban Region Rural
county Alexander,
`Updated Odated on Oct 18."1611.,
rlg0Ii�ftI,/Axx%il1! 1%C'rII Iiifmnru/HtlhanVAn"mm-intnhiTnvm=Tavlars�ile 9//214

f
"POST OFFICE` SCM 1056 • �-5,'PlNEWOOD:PLAZA DR,
GRAi,,l1TE FALLS i'dCrR7'i-i•�CAROLINA 2483K
(826) 398-444�t
SAMP, kE: Taylorsville; Towne of. COLLECTION DATE: 1011/2013
PERMIT# °NC0026271 COLLECTION 77ME 0830
ADDRESS: 'Town of`Taylorsvjlle RECEIVED DATE. 10%172013
204`Main Avenue'llit RECEIVED TIME 12 30
Taylorsville; NC 28681
REPORTED: 1117/2013'
t
ANALYSIS`
ANALYSIS;
;EFFLUENT
UNITS
DATE .^
ANALYST
Bob
<2 0
mg/L,
10/2/13
jdg
TSS::
4.7
mg/L
10/21T3.
jrg
NH3
<0:2
mg/L
10/2/13
jrg
Fecal''Colftrm
<1
/100mL
10/1/13
jrg
conductivity.
549
umhoslcm
10/7/13
jrg
NO2+1403
16.4
mg/L
10ig/13
jdg
TKN
?0.28
nig/L
1.0I10/13
jdg
T. Nitrogen'1,6.68
mg/L
10/10/13
Jdg
T. Phpsphgrus"
2c58
mg/L,
10/10/13
jdg.
Chloride
53
nIWL.
10/25/13
lag
Cyanide
<0:go5
mg/L
10/4/13.,
Copper
0.016"
mg(L
10/4/13'
Zinc.
0.170
mg/L.
1014111
ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOD,
292.
mg/L
10/2113
jdg
TSS
308
mg/L.
10/2/13"
jrg
LOG IDd .`131 M03 REPORTED BY; NC CERTIFIED LAB #50
Torty. Gragg,' L ab,Supervisor

DST bi FICE *k i b5o • R5 P.iNewo6b PLAZA.t)R
. CRA.M7E rALLS..NORTH CAROLIN a 2863t
(828Y 396-4444
ti.
SAMPLE: Taylorsujlle; Town of
COLLECTION DATE:
4/1/2014
PERMIT#: N00026271
COLLECTION TIME:
08:30
ADDRESS: Town of Taylorsville.
RECEIVED DATE:
4/l/2014
204 Main Avenae.Drivo'
RECEIVED TIME:
14`.30
Taylorsville, NC 2868:1
REPORTED:
5/2/2014
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
ANALYST
BOO
2.7
rrig/L
4/2/14
jdg
TSS
25.0
mg/L
4/3/14
jrg
NH3
1.38
mglL
4/3114
jrg:
Fecal',Coliform
z1
110.0mL
4111.14
jrg
Conductivity
412
umhos/cm
4/10/14
jrg'
NO2+NO3-
4.66
mg/L
4111/14
-jdg,
TKN
4.76
mg/L
4110/14
jdg
T Nitrogen
9:36
mg/L
4111/14
"jdg
T.Rhosphorus
3,72
mg/L
4/11/14
.jdg
-Cyanide
<0.005
mg/L
4/4/14
Chloride
56.0
mg/L
4/25/14
lag
Copper
0.013
mg/L
4/4/14
Zinc;
0.205.
mg/L
414/14
ANALYSIS
INFLUENT
UNITS
DATE`
ANALYST
BOO
415
mg/L
4/2/14
jdg
TSS'
233
rrmg/L
4/3I14.
jrg
LOG ID:: 1404=027 -REP ORTFD 13Y: NC�C�ERTIFIED LAB #,50
Tony Gragg; L,ab .Supervisor

Fi7
7H ff, VE1 E- #Tmr�.r,
C, S. T X. 05� - 4E PINE'10100D PLA-D',DR
I R i-.) i. 1 t'i A '2 i
ALLS-NORN'
SAMPLE Ta COLLECTION DATE: ,ylorEMlle, Town of 1/212014
PERMIT k' NC0026271 COLLECTION TIME:. W30
ADDRESS: Town of Taylorville RECEIVED DATE: 1/2/2014
204 Main Avenue; . TIME:. RECEIVED tIM. 1'2:10
Taylbrsville, NC 28681
REPORTED: 1116/2014
ANALYSIS
ANALYSIS
EFFLUENT
UNITS
DATE
LYST
ANALYST
`BOD
<2.0
-rnglL
1113/14
jdg.
TSS
6.2
rng!L
1i6j14
irg.
NH3
<,0..2
mgl.L
113/14,.
irg
Fecal',poliform
<1
/lbOmL
112/14
-Cond'.6,cu'vjty
351
umhoslern
1/6114
irg
Nw+NO3:
16.0
mg/L
1i10114
,jdg
0.28
mg[L
11131,14
'-jdg
T. Nitrogen
16.28
nig/L
1113114
jdg'
`T.,Pfibsphoms
2.51
mgtL
1/10114
jog
:Cjaimde
<0.00
Jai9 IL
1/3114
Chloride*
55,
mg/L.
1/3/14
jrg
Copper
'0.0105
mg/L
.1/3/14-,
'055
mg/L
1/3/ 14
.ANALYSIS
INFLUENT
UNITS
DATE
ANALYST
BOL)
575
rng/L
113/14
jdg
,TSS
127
mg/L
116.114:
P9
L0161D." 1,401-0111 REPORTED BY: NC CERTIFIED LAB ff50
Tony Gragg, Lab,Supcndgor

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7^lY
TOWN OF TAYLORSVI LLE
NOT TO SCALE
LAND APPLICATION SITE
PERMIT# WQ0006906
405 South
WEST
Sterling Street
U S G S TOPOGRAPHIC MAP
Iy�t(����y�� Norganion,
�MLC (828)
NC 28855
433-5681
Fax (828)
x
433-5662
ITEM B.2
11 Licens e No. P-0210

0
LEGEND
-
PS
MH
-12 -
`CLAY
-12 -
"DIP
— 12 -
"PVC
-18 -
*18 RCP
— —2FM— — "FM
W
161
I.P ,
TOWN OF TAYLORSVILLE
r . VW TP
USGS TOPOGRAPHIC MAP
ITEM B.2
NOT TO SCALE
.��
WEST 405 South Sterling Street
Morganton, NO 2865
�N
�.. NSIJMS1V SFLW [phone]
Faz [phone]
NO License No. P-0210

MH 302� 15 " GRAVITY
-"AVE. INFLUENT
FLOW-0.43 MGD
A E 15" DISCHARGE
M N
AVE. EFFLUENT
i FLOW- 0.43 MGD
T
RAS - RETURN ACTIVATED SLUDGE
WAS - WASTE ACTIVATED SLUDGE
A.
SCREE STATION NO. 1
B.
INFLU STATION NO. 2
C.
GRIT 4TION N0. 1
D.
FLOW 4 TION NO. 2
E.
AERATUMPING STATION
F.
AERATTEM
G.
CLAR19ENERATOR
SCHEMATIC
1. INFLU
2. THEN
3. THEN
4. FLOW
5. FLOW
6. PROCE
7. SLUDG

Permit NC(026271
S,TATEI,'QF NORTH .,CA,ROLINA
1)tP,'A,,,R-,-T-M,E-N,'T,''OF..tN.,VIR.'O.NMEI NT ANDNATURAL RESOURCES
'DINISION 'O'F'-W''ATLIR,,. QUALITY`
PERTNOT,
Tb MwHAR6E WASTEWATEW.UNDER THE
NATIONAL POLLUTANT DIS CHARGE ELMNATION SYSTEM
In 'cornp]iance with the f-North ra],Staiute�14"o'�2,1'5..I,,.,other.1' ft '-stan' -cls
,pro,visions, o. . . � _:ne � m dl.': dai
and ,regulations , 6 '1 d4nd adoptOd by the N6T-th Carolina Environmental Maiia�gcemcnt
-prompgate
Qqmmissibn -and,the,Federal 'Wter Pollution Control Act; as anien'ded,,thd
Town of Taylorsville
.i s: hercbY Abiliorized- to -di sefiarcre:'vv'astewdteJ- from A -facility located- at"
Town.of Taylors*flle W-18ITP!
Junct.lon of NCSR 1108' & Minmigan Lane
'South of TaylorsAille
A,IeJxAhd6k,Qbi1nty
tot gwatei4s..desi&nateda-s,Low6j.:ILitt.le,Ri\rerinthe CaEaurb'O.River Basin ,in accordance with
effluent limitations, ,.mcinii,b,nn-g A re'q-p"ire.Met.1ts' . and dihothercon,ditions"s,at forth in' Part9:j,.11,.III ancl-'�'
,
This -pdribit shall b&ome,,effective May 11. 2010.
This: permit Aft d, authotizat an. tbdischarge shall expite,''attimlidnip-ht: March 31,-2015..
8fu*7ned-th.sd�Y' April'14,2'610.
1. 1 - I
J
4,.Divisiqn of Water
BlyAuthority Of'tJIeEp,yj,ronmcntdl Management Commission

lW-
TOWN OF TAYLORSVILLE
WWTP SLUDGE MANAGEMENT PLAN
(LAND APPLICATION STANDARD
OPERATING PROCEDURES)
�o N
IJNTK ,
David O om, Town, Manager
79

W_
Operation and Maintenance Plan
Taylorsville, NC
Permit No. WQ0006906
In accordance to the requirements set forth by the North Carolina
Department of Environmental and Natural Resources using
NCGS 143-215.1 and 143-215.3(a) based on 15A NCAC 02T .110,
Taylorsville, NC is implementing this Operation and Maintenance Plan.
The project manager of the land application event will make sure a daily
check off is performed at the start of each work day. This inspection is to
prevent any spills, leaks, or run-offs.
The daily check -off will consist of inspection the following items:
1. Access to the facility will be controlled with ,a locked gate and
signs to prevent any unauthorized entry into the complex.
2. All pumps and hose will be checked at the start of each day for
leaks or loose fittings.
3. All tanker valves are closed prior to loading and lids are closed
prior to transport.
4. All dump trailers or dump trucks gates are tightly fastened and
do not leak priorto.transport.
5. All on road equipment is check as per DOT regulations for any
safety or mechanical hazards or issues.
6. All equipment is secured at the end of each working day to
prevent any tampering or unauthorized use.
The ORC or back up ORC will inspect the field offer each land application
event to make sure all regulations as required by the permit are followed.
Also the project manager at the end of each working day during a land
application event will make sure that all gates if present are closed.
All samples shall be taken as early as possible before the first application
event of the calendar year to make sure the facility is compliance.
The samples will be .taken in a matter that is representative of the residuals
and all grab samples will be mixed prior to be placed in to the containers

W-
that will go to the laboratory. These samples must be collected and
transported as outlined in the Sampling Plan attached to this O&M Plan.
All records of these laboratory results as well as the annual report and
loading rates will be kept on file for a minimum of five. (5) years.
Also, in the unlikely event -:of a spill or unintended release of residuals,
actions should be immediately taken as outlined in a copy of the
spill control plan attached.

W
SAMPLING PLAN
Taylorsville., NC
Annually, if a land application event occurs, grab samples are collected from the digester.
Samples from the digester will be combined to form individual grab samples to be sent to a laboratory
for analysis. If a land application event is to occur in the early part of a calendar year (i.e. January or
early February) these samples may have to be taken in December so results can be obtained before the
land application event, as some results take 30+ days to receive.
These individual grab samples. are collected and tested for fecal coliform analysis, volatile solids
reduction, nutrient analysis, and a TCLP test. These tests Will be taken by Southern Soil Builders, Inc. All
samples with the exception of the composite residual sample will be taken to Statesville Analytical. All
samples taken will be takeninthe same:condition as the residuals are to be land applied.
The volatile solids will first be attempted to be achieved using option 1 [503.33(b)(1)]; 38%
volatile solids. reduction. This option will be attempted first due to it being the most cost effective. One
sample will be taken at the aeration basin and labeled "B". The next sample will be labeled "A" and be
taken from the digester.
If the option 1 cannot be.achieved to meet the volatile solids reduction, a 30 day bench scale
option 3 [503.33(b)(3)] test will be used. This sample will be taken from the digester with the sample
being at least quart in quantity.
If both option 1 and 3 are used and volatile solids reduction cannot be achieved; the sludge
holding tank will be stabilized using sufficient alkaline to meet option 6 [503.33(b)(6)], commonly known
as lime stabilization.
Fecal Coliform is gather in seven (7) individual samples and tested to meet the requirements of
[503.32(b)(2)]. This requirement is for the geometric mean fecal,coliform density of the samples be less
than two million (2,000,000) MPN pergram. These samples will be placed in 250ml containers and
placed on ice, in a cooler fortransport.to the laboratory. before 1600. hours (4pm) the same day the
samples are obtained.
Annually, if land application occurs, a composite residual sample will be analyzed, prior to a land
application event for:
Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, Zinc, Aluminum, Ammonia
Nitrogen, Calcium, Nitrate Nitrogen, Magnesium, % total Solids, pH, Phosphorus, Potassium, TKN,
Sodium
From this information, the Plant Available Nitrogen (PAN) and a Sodium Absorption Ratio (SAR)
will be calculated. This sample will collected in a non -breakable container, at least one quart in size. This
sample will be taken from the digester. This test will be done by A&L Labs.

W__
SPILL CONTROL PLAN- Southern Soil Builders, Inc.
Taylorsville, NC- Permit No. WQ0006906
In the event of a spill, the following should be taken IMMEDITALY.
1. Halt the source of the spill- overturned truck, leaking valve, ruptured tank.
2. Contain the spill. Use straw bales or earthen barrier to form a dike to contain the
spill.
3. Cleanup. Employ vacuum trucks, dump trucks, and loaders to remove as much
of the spilled material as possible. Use straw to soak -up the remaining material.
Dispose of the same in a landfill.
4. Flush the roadways with water if needed. If the spill occurred on a tillable area, till
the same into the soil and spread lime jif necessary. If a spill occurs on private
property , final clean-up should be to the. satisfaction of the owner.
5. Notification. (This should be done as soon as safely possible.)
A. Southern Soil Builders, Inc. Main Office [phone]
B. Taylorsville, NC WWTP [phone]
C. NCDENR, Moorsville Regional Office [phone]

D. County Emergency Services (Sheriff, Fire Dept.),91 I
6. Reporting. The -project manager shall detail how the spill occurred and all action
that was taken. A written ' report shall be given to the Asheville regional office as
soon as possible, and within 24 hours of the spill, or next working day.
7. Spill Prevention. The easiest way to clean a spill is to prevent one.
A. Ensure loading personal watch the vehicle being loaded-.
B. Ensure all valves, a ind lids are closed.
C. Inspect all seals and replace if necessary.

tw.
N tip Carolina De[)ai"Ci'nent o riiAronrn6nt and. Ratutal R- 5source
Division of VV—Cler "Jualliv
neveriv haves Perdu= Coleen H. Sullins i=ramar,
ZoVarnor t.11)•�"tQ "�..G.:0 re I a r
,lulu 6. 21G It 1
David.lvl. Roninette.,Direeto- of Public 1fi, orks
Towii of Tay lorsvilie
204 Main Avenue Din
Ta%iorsville:';'C 28681
Subject Permtt1vp,,�NTnQG0690C
'ro« n of_T=dylgr�viUe Residuals Land _A.pplica"tion=Pro�am
Non -Dedicated Land Applicaiion,ofResidual Solids .(503)
Dear W, Robinette:-
Builders- onMay33 2011. and, subsequent addttlonal. information received by the TechnicalAssistance
and Certification unit oil" June 23, 2011.1 we are forikarding herewith Permit No., V;' 006906. dated July,
L_»..»,.. w.+..
program• Please note that Field NC-AIA; 8'1 3 is beim removed from the permit; lowering the.. available
application -Area from 625;to:51.4 available. acres.
tl �Denill;t sllia(:ee o hI=L yr ucm the uat:t 01 15S11aUCe.UnEti June .�iU. ZU1.. Snail Vo1C Yerinit 1`0,
Q0006906>is"sued October 3, 2001,. an all be'subject to the conditiors -and limitations as specified-
iherein. Please, pay particular attention'to the monitoririQ,requirements, listed in Attachments A: and-B for
they mad differ from the prmous permit. issuance., Failure to est6lish an adequate,system for,coIBectina
and maintaining the-tequi ed:operational.information-.shatl result in future compliance problems;
aac note tnar. on 6emc ber 1,, .2.Wo 11,116ft-h Larallna Admttustr4tiic Lode title F A
Subchapter :.02T - %Waste not Dischamed to Surface Waiers was adopted. Accordinal"; this permit.
incorporates -the requirements of these Ales. therefore, please .take the time to reNliew this permit
thorouehlzl. The folloNving conditions have been added. modified or deleted from those in thle last r emit
issuance
condition I:I. - iteouires tne':timely submission of detailed site maps
ConditionI.-I.- Requiies'tne timely submission of permit renewal forms
i Condition 1.3. -'Requires notifirin� the Recional Office prior to land application
,- t_onoitionl.4. Reauucsfz,tlmelyimplementation. of.public. access.controls
Condition H.J. - ReUuires the program to b.e_effectitireh%anaintained and operated
-7
;a hOf1� .. `• r ..+.mac hi � , 1'+-' J6� h ,-L � ° 1 ✓ -sV�Lt t.U$iQ�i1�- J�tYf:- G �vG:�G%�'t i�, � -� I� a-, r ) I r. �, i 1.
-Y r

W` -id M. k6i•,inwt
uiy 6. _201 l
Page 3 of.2
7nEr in a:cor'a nc,',;lt_ R.eaiis-In .eiCi .—
r Condition .TI.,?. . - Ln9pnses a reduction of nitrogen application rates
Condition IL,13.'- Imposes application restrictions based on -the Sodium Adsorption ka.,.::
r;
Condition II1.,t _. - imposes d iik apuLcation restrictions
r Vanattlonill:tj.,- Awresse5 contro15 on-pumic access
:Condition III.15. - _Zadrem s volumes of other nutrient sources auplied w,tlle frelcs
:Condition: IZ': =. -Lists a.tal ses io 5e pe ioniec or resid.;ais
:oiiaition i v .�+: - Aoaresses recjutrenients' wiiri pathogens ana yeator attraction reauciion
r Cf�laitiLr I�` ,�'.dC3's �55�5 ?'�iCi`.liI'r 'c'.Cli:il'�::'! ant. 20: realQi:c a a � i•. ',., ..
l,UllULUVil1:,% ,•7;;—,-1LIUJ:CDSGJ lilt-SuuliuJSlult ul ail,Uwludl A;EJ0I'1'UU Ullilpi'uydlu
Condition I'e;,; O; - Adciress-.s noncompliance i�otiifcalio'n
t;onaiaon v , I. — mdquires=aoequate;nnspection ana maintenance of the iacuuies
Cbndido*n 1%I` 7': - 6diov":s the Division. Director peniiii revocation: Or unilateral modificationn
y ., uonaMon V Lb. = Yrotubits,expansion or me,:proeram under certain circumstances
I�r ansv pans: requiretaents or lirinitations-contained in thisPermit are uuccceptabic, the I erutitTee
nas the rignt. to request an adJuaicatonr nearing upon a mten request within ju days roupwing receipt .oi
this -permit. This request shall be in the form of a written petition. conforming to Chapter I50B of the
Noteu Carolina General. Statutes; and filed, tt.i the Office of Admini strati\c I3 armzs at 6714 Alan
Service Center. Raleieh, NC _'7699-671'4. Unless such demands are made, this permit shall be final and
bindiiiL'.
Ifyou need additional information concerhhne this matter, please contact David Goodricb at (919)
7 I 6 h'G3'of .david. zoo& =iehs ncde, nr.gol°.
Siilcerely.
71 cam.
.._ ;antler t ounty Health Department;
MooregNill:e Regional Office, Aquifer Protection: Section
Fic}t Ke\'. Sotitne�ii _01BUild: life;, 9=•& IIoo. Izc,ad. Rbarir!r.Ri�er..NC _a�i6S'.
iechnical Assistance anti uerarication.Vmt
Perm i File Vs709O96906;
1`01ebool. Fil W',Q,U6 69.06

NORTH CkROLEA
DEPARTMENT OF En-LPON-IEN'T:A-N'D.NA.TUR-,kL RESOUPCES
L.kXj) AP­PLI CATI ON Q F CL.'%. ZIS B RL S ID L:.:LL S OLID S. F-E- RMI T (IN ON -DEDICATED)
In General Statines.o , f Norda Caroliiia as
aniencieci. ano'01nCr aVDLICa"DI-,.Lzws. Kules. and Xecaulatious
PERMiSSICIN, is FIF-PIEBY G:RAN T. ED TO
I own 01 1 airlOtsville
kl-Kander Count\-
rvx�
.? _w * .. 1. . . .
Z. R !'f - S; 0 U ment prom- -J -iile and ca�nsiSX-IIILI �o - i
nos manace, an'. for, h_t To m., C.
a ani lft
'Approvec �sjte iistea� in 4�macnxnent B witty no, a SCnZr2Yeo1 wastes to sut7ace waters. pursuantjo -int
application pplic . ation received May 23,2011, and subsequent, additional information received by the Division of
'Xa�-Zr Oualizv; and in - lonfo, =-iv with,%hcr supporting data subsc4uenfly fill&d 'and appirnw_-d by Ul:
Deoartmew oi EnNqronment -and Natural Resources. and considered a part of this permit. The use and
disposal of. re-siduals.are regulated under Title 40.Code, of Federal Regulations Part 50' :_ This p jarmit,does
n a d7 p -.iie ernintee.&OM COM-,),ViDU 'With the federal regulations.
This permit 'shil,I.be effective from 'the date of issuance until June 30, 2016, shl] void Permit No.
rMi '
WQQ.006,006 issued October ?. 2002 and. shall be mab.ject. to -the following specified conditions and
1i nitazioas`
I. SC_HED..ULES
W ithin 60 dirys ot'Dermit issuance, the Permittee shall submit two- original .copies of an updated site
Map for eacb.of the three: sites with scale no. Greater than ]-inch ecuals 100 feet:: however. special
. roVi - s , i - 01 1 IS Ilia%, prior, al:)proval f6r lar,&e prbpertie<_, At a 'bu imurn, the mtap shall
mclude.the follom.ixincr informatiow.
'a. 7.1-alocation.of property boundaries within 500 feet of the disposal areas,
b. Tht:Jocation--of bomphance and reviewboundaTws.
C. the CaLIP tile map , Is reparecrand/or revised.
prepared
T C:
h ina-p-and anv supportin- documentadon shaD be sent ic, the Division of W'ater Qual.ty,Aquiffer
vrolectioriaection, f000.ivian bervice uxnre.r, XaIe1a1I.NLZ/.OV9,-I,0JO.
2 '* ater ,Iasixnionthsprioro-the expiration Cif the perinh, ih- Permirtee Shull je CUCSi renev.-,-I; of
Ujib PenwL Oit 6hiulw Llf�'ISLUII forms. spun recelpT of irie,requm, tne L)i\qslon wul review the
adequacy of the facilities described th6rein, and theepormit for such period of
tini,.r- and "-der -sujch cond-tions sold limitafiomz as Mav cieelt appro-mr-mit. PIease note Rule I 5A_
?CAC 021T .0105(d) requires an updated site map to be, submitted with the permit renewal
aunrifoatiOn.

31 pqrm The; �_ 'ttde shaIL,be,, . I in: Rill ' compliance with the. regional. office notification requireme'll.ts-
."s t 115fie , "' i ' " d 1 Oormit issteance,
abi d in Cdnd'Ifi;(oC 111.3. Y�ithiji-,1,80: aN s o
A. 180 days ,Qfpew it issuance,h _. the Pettnirtee shall implement.. 'trie puwic access controis,
.
spec
it-Condition-
ified:�underPerrn �MJ 3;
PERFORMANCE STANDARDS
1. The subject tegidtials -man9gement_#&&A:m. shall bd,;eridctiVeiy; inaintaineci: anci, op'&rateo;ar,:a . LvELmes
-
so,there is no diScIgrge Iosulface waters, .:nor
:any,.,contraventibn of'groundwater. or surface water
s,,-ah&rds hitthe,Ovonl the."ICA"Cilities fail -to p.Prforni Sazjsfdctohly_ including Lhd Utz. ion zc)':nu , isance
1,
conditions- d4e to cease 'improper wer�ti6hl and mamtehdnc� the F e�e swiu unme ceaseiauu
erMITT alacei
applying residuals to the site., pdritactAhe Moresville regional offices Aquifer. Protecti-m• Section;
supenigot'. aiid tak&ziniv ` -mime diat& cOrrecti'vaattio- n'--.
9- This peiTnit shall A'otrelieve ;ihq -Permfttee of their responsibility fbr, damages-' to ground.water or
sur&ze,,water resultinL-from the,oDeration 6fthfiq_residuals"management program ,
the.facilities fisted in, Attachment Aare approved r to tang :ap pication in
accordance,, wit.1i this permit.
4. Only the. sites Iistbd:.ib,,Attacl:maenvB are,approved for -residuals, land appLicatloh.
Pollutant ,concentrations :-in:r-.siduai.,-,applied to land:application sites hsted"i An R, chmeat ,: wl
m ta
exceed the: fdllbwiti`tr.- Ceiling; Concentrations (LO,) cir,, weight basis) or. Ctinulativ'Je Pollutant;
Loadino Rait*JCPLRA'.�
Ceiling' Concentration I CPLR
Parameter
(pounds per acre)
Cadmium..
Capper er.
.4.300
L339
'Lead
S40.
2 6 7
M61vbdeTIUM
-7 j,;
Ilia
Nickel
4)-0 is
374
ell i
'e, U In
100
89
Zinc
7,500
.498
cvwitb the: f 'ho-w methods-
erminacpniplian CPLRs usizigpone othe follow
a. A.YlicalcVlafin!2 the ex'istiha, Cumulab
., . ­ ­.. ­:._ I., I. - I .. .1 '. o'e".1evel ,of pollutants us.ing', actua.iian.ailytic.a.] data from an.
h�l,�torical�Iiind.dp.p,lication;events'of residuals; or
1. 77 NOl'i -4 -e, r-s`d uals ar -Icalion 1 Orf.)r datais-
incomplete, by,06terriiiiiin!zba6hgtound,cbncezt,rations:tllrotith.r6 montative -soil samplina',
p sampling:
,6.. ResId s,that are land app'lled -Stafl igeel. Class.',B pdrhopen reduct'lon mpivemems ii-;, 15 A,1,4L,
'02T A 106 (a),,an&.(6)'.,2'Excep cep[ions , to this specified inAttabliment A.
I f �I ,a - . - * �. " .. il Vei0l Ti

7. Biological residuals (i.e. _-"_rated during the treatment of domestic or animal processina
Av31:tevv2t_Ir. Cr tilf. Ir""', T­ r-- z-. -.r
- ­ r­­ ­­ - - _. — was!,zwz!,.�r. a2,14 7$ ider-i5ed in At-.ac-linen-I
that. are iand,applied, sha! vector attraction. redilt.tionalternatives in 35A NCAC 02T
.1 107(ql., Fxcpptions. u) shall, be sppcified in Attachment A.
Setbacks'. for land applicazz.-nr, S. :-.c�_z -z-'- L`_' 'nl.' a_ ioilow' s:
Setback by nppbcation�fvpe
(feet)
Setback Description l
Vehicular
Im-H.6ation
I
Surface
Surface
1 Injection;
pplicatio n.
Application
Incorporation
Habitable residence or p*.acfr­j�;.HC azzs-. Iv
undensd.parateoxN 'per
400
400,
'001
part., of the prqjeci:site
Property lines
50 I.
SO
50
Public right of w, -v
30 j
so
:s 0
Privae,ovpubhc water supply-waiers classified as i
SA or. SB. or anY Class I or -Class H imwunded 1
1.00 1
100
1,00
resenr7oir:used -as a source of drinkina,water
mittent and:perennial. Surface waters 4 strea�ms inter' ial,
tl-re-_:m)ial waterbodies. and 'Nvetlandt),, airiv-itreariis
lassified'as NVS,,or B. or any other stream, canal,
100 I
100
50
mdrsh4,07 coaftal--vvaters or any other lake or
Upsioi )e interceptor drains and upslope surface -water' 10 10 10
CY'VerlionS
D4-w7,nslopejiiter6eptor, dr-iinsi, dowmslope surfitce
waiez div ions,. doA nslor)c groundwater &aina-e 5 .. qrs . - I., . I 25 2 25
Ovstemis. ordbwnslope surfacd,drabiageLditelibs
—ZL �I
'-this sctbadk distance mall, be reduced to amffi=ium,of 100 feet u
, , upon N�qw itten consent of the oner
and aloprovai from the Aquifer Pr6tectior Section of the apptopriale Divisd-*s regional office ;n
9., Laiid application areas sha H be c1da]rly niAfked on each site D-*or to and during anNI residuals
w_buik.residuals and other .sources Of' Plant Available Nitrogen (PAN); shall not be applied in
exceedance:of agronomic -rates, ufilesslauthoriied by,the Divisio'n,. Appropriate agronomic rates shall
bc- CaICUIEW-d USInC expecied mirogen recur-ements based, or, the dcrennint,.d Realistic Yjelc
?_xpedtatiow (RYE)'usift& any of'Ibe.f6flowing methods:
a. Did tsioii's pre-anprCa�t;d sltc..sne, epic list<�r.'cGE tlEtz :tor ,rpecilic atop eI` soil �^��:. t,,, ca1'cuiiti-:�--
tlib113ean ottne-.best mree yidias-,oi the AsCiiVe consecutive crq.iiam. 'ekfor each fie I ICI.
b. North Carolina -Historical Data f-of specific &0p and d soill,tvpbs as brovi'&d. b.,v 7.Noilth Caro"
12na
State UniversiiN-DeparEmern of S6il Science '(httD:!.;xA!x�"Nk-.§oil'.ncsu.ed ouiT)L-o(-Trams!ninr).'.\,ieldg:.). A
c. If the R)Ecannot be. determined using methods. (a) or (b) above,- the Pernduee may use the RIT
Znc:ap.prapilat,- butritzi-, al),ollicancii rates repo.-ted in Env nfthc f0flowiliz, do=nle�nr_-:
a,rop management North
M plan. as. outlined by We Cooperative Extension Office. the N
3,u

c.
Carolina Department of Agriculture and Consumer Services, the lvatural. Resource
Consc—mvion Sey ice: or other anm*toniis .
ii. Waste .Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Docur eta:Chapter'l ftlttl?; ��'\ ti.t.lr:�tellc.n�•.L15i1�iC��'�,�ilacr�� �rL1C1c111 �'il �1tTl�.
iii, Certified, Nutrient Management Plan as outimea by the Natural tcesources Lcnserianor:
Services._ (NRCS). These plai4s must meet the. USDA -?BRCS 590 Nutrient Nlanagement
Standards (fir',/Rp-fc.sc.c t��'.t:sd;:,Lati.'1 HU:u;acticc-staaaards.sia:�ca c ifix),ifi.
d• .If the: RYE and appropriate nutrient application rates cannot ne aetermmea, the remuttee snarl
contact the I}ivision to determine necessary action.
11. When residuals are land: applied to grazed pasture, bay crop realistic nitrogen rate shall be -reduced by
25% in accordance ,vith the USDA -?FRCS {90�?�tut=-ient 1,4anagern an
12. li' land application sites are to be: over-seedea or double -cropped (e:g., .nermuda grass in tue summer
and rye.,grass in the, winter with both,crops to receive residuals),; then the second crop can receive an
4.1E.io:: of P n_N, at a rate not ;o seed 50 pbuiid,5 pe acre per near (1bs.'aC')T0. T Irnis pr laia aoitC: "�"
b.e allowed as long as,the second crop s to be harvested or Fazed. If the second crop is to be planted
for crosi an conr.roi only and is to be tilled into the sou, -hen no additiomal ,npN:sixzIl be ?-D lied.
13. Prior�to.land application of residuals containing a sodium adsorption ratio (SAR) of i 0 or higher, the
Permittee shall obtain ,'and implement recommendations from at least one of the following: the local
Cooperative Extension Offi," the Depwrtlnent of .g.iculture and Cons=er Se Vices: the Natural
Resource Conservation Service:. a -North Carolina Licensed Soil Scientist; or an agronomist. The.
recommendations .shall addressthe sodium application,rate. soil amendments, (e:g.. gypsum -etc.). or a
inecham'sm for maintaining site intep iry and condkions. cbnducive, to crop groivili. I lfe'Pe�-r :tree
shall maintain wzitten-records of these,recommendations and details of their implementation.
14. The compliance b.ounda-y residual land application sites shrill be -specified in accordance w ;h 15A
NCAC .0?L .0107(b). These sites, were individually permitted on or after December 30, 1983:
t:;erc;or� :he c^.i. k e bculatr ,, is established a, el cr _50 e �• Il 1 :G`wi one t 3 YesiCUa. land apo ita;ton
area, or'50 feet within the propeml boundary, whichever is closest to the residual land applicatio
area. An exceedance of 4*round-water standards at or beyond the compliance boundary is subject to.
Teumediation action according to 1`5A NCAC 02L .0106(d)(1.)' as �3',E11: as enforcement actjons in
accordance with North Carolina 'General Statute: 143-213.6A through' 143 2-15,"6C. Any .approved
relocation otthe "O'1MPTT_Lk_NCE BO:i NTDAR1' will be noted in Attacliment B,
15, in accordance with 1.oA NUAL'02L :t11Ua,'the review boundary snap be estabiisned mintiray bens*eeu
the compliance boundary, and the, residual land application area, Any exceedance of groundwater
standards.a the teview''boundary shall re.quire.action in" aceordan W;ith I 5A,NC:1-%C 02L ;0106,
l'I�. OPER.�TIOi1'-A>\'D 11'iAm'TE)\:4!RCEI�GLTIR>G1VIE>\'TS
1: "the residuals management program shalt be property maintained and operated at all Limes i flu
program shall be effectively maintained and operated as a non-discharne system to prevent any
contravention of surface Nvater or groundw'aiei' standards.
2. The Mooresville Regional Utfiee. telephone number (to4)� bb.i-l69V. ana the appropriate 'tocai
government official (i.e., count}! manager, _cite manager, or health director) shall be notified at least
.8 liou;s prior 'to ilie initia► resiciials any applit:ativil event to annew land application site.
Notification io the Aquifer Protection Section's regional ,supervisor shall, be made from 8:00 a.m.
u„1i16:0 1 p.m. on .Monday tltrcugb F�ds�,, excluuir Sate Holidays.
%V i(KK,jr906 Vcrskln 3

;The %Rie Regikma* 7 + J.;i ��e, (7nj,).6f­_j6 : - _" . 99.
hourst --.ppqT- q- 6ondticiffiiz ctMtV., Such notification -shiffl indicate at, a.
Rplicati on. a-
mini'mum.'the:-an.tic.it)'ate'c- i8- z ,
field-IDs,'and. -location, of 'land, App. lication-,actilklitiet;, If it
M� i is, du6 to uilfoifdsi
C C een. gents. pie Keg'iival 0 ffice, SlId., "be -
notified; pn`or, to commenclnc-,.t:"alliii.catioTi-lo those iel4s,
a 1 per tion and Ylain't6nance Plan (OL-14 Plan) -.grantee sh-cill hi J iii;� n) pursuant ZO
I-SA':K ..02T_. 11.1 0-Modmizartoas w the O&M-.. 'Plan shall be.approved by the Division -prior to
pi _Z:1; C11. IIUR U
udhzaTiqn-,_�.0fIh_ " -1 - E.11- ' inium�l�ha!Iihch d-:
a)Opjmtional-turicxtonsa-
c} `safety; measures;
0) :Spit-.resPon e.p -qn,
"
e.) :iPsptno inrormquon-
J. Ngrnes; and -titles of,,personnel -7:tes.ponsible,-.,forcondtic ihe:inspections
-ii.: TroequencV, and l6dafiob ;o­T'in]s*cfiohs, _i&.Iudiii�- thdie to b,- cond cied by the QRC.' "Aino"
procedures to assure that file selecied
"fio'ni-
;frequency are repxesenj4dve
-of e:residuals',,management .program;.:
0 ­ii�lbi�ttddh tf0cedlird ' i 1 dih& 'i6cd-J keeping rid 6cdons te, ':)I-
1"
thkpn: bN� the inspector -in the eilent that.,noncompliance is obsdne,d pursuant to the
noncompliance notificat!�P.requirements
moggpn1p.-under the::monitmdfig- and reporting section of the.
S+ atiplin.6, andtimonitoring. plan including the
:.. dames aril titles ersonuel ' M>, nsible;'f fcondu6tin Te 0 _thezarnpfin d- onito
_ ..,. - 6. an in ring
'D 71 vWpp-.10 o,fn.1o..m.ioring procadur-&-includinc parameters jo.bc nonitored,-
fre_quencY- and, procedures to assure: that repre's-ehiative samples -are be.ca.ectec'L
Fluctuation:in temperature; fl6iv, andb,thee-pperAtingv conditions can affect the civalitv of the
residuals gwtliere duriffie ap4ftjqularsampling, same" I
gplaashall acCOMI for.
-quality and indicate the mast 1imiting times :f6r
-anv 'foreseen fl=tu2tJOns--_,ih residuals nai
'ie4id-iials toffieet pathd4eh-. atid- Vector attraction reduction -requirements (,e:-. facilities that
A a d., a Ply Mql�Ielm�pq, 6_ut_hgvean annualsamp-lisampling
.,.eqi4ency, m4yI ,ne,ed,,;a
sample during Winterrnoeths. when" pathogen rreduction is host'likelv-to 'be ii6dathdv
ufte
cte'd, b.\, -bold'tenip&, atur&s),
:S � Upon, the Water Pblitilign Comm] .8vst&m bt)
erat.ors Certification Conmidssion s (WrPCSOCC)
classification of the facilitv. -tht, Permitted shall designate and :employ a certified operator ."pprat or m,
(;ORC) and O'he, o,- as baciz-up K-s it .accordance unU
15A.NC'AC'USG .02"JOI.The OkCor with I M
their back-up shall visit the facilities 'in acpar-dance.
Nit AC,DSG. - 0204, Or n:,specified- in!, the most r6cently, 6pprofvdd 0&m plan (i.e.. see Conditio-11
and shall .Cdi#jy'Ivith all otiier.cohditioiis, of I. 5A NICAC , 08G 0')()4. For more inforniation-
'classification designation requirements, `Si e, qnt�, please contact, 11i Divi on, o aTer, Qualit) s
t;
T J!Q_ ssislari.7''026
6. apply r6siduals-.,a-,cqp�v:6fthis -permit an _Axopy of . M Plan shaM be
b&
maintalned--atthe Jand,ar) licatioU sites
tes: durin LT land ap
P
7. When the I", PerrnffiPe. transport of -land #ply bull :residuals; the spill coritr6l,broAisions sha11, be:
in -
'MI residual transmim and eD lication vehicl-s,
8: .Res dualcshall riot. e toyed at any,' plibation, sitti unless ,Orittem,ap­prova"I has asb :nzequested
. : .
an -N _E

9. When 'land applying bulk residuals, adequate -measures shad, be. taken to :prevent V ind .erosion anu
surface runoff from conveVin(Zresiduals from the land application sites onto adjacent properues,�or
into surface w ters•
10.; A sutalile veQ'vtati\fie cover hall be maintained on land application sites onto; which residuals ;are
applied in acoordanee• "�t ith "the.`crap .n�aiiagetnerit pl"ari.:outlined" by the local ;Cooperative 'Extension
^!._4�*!tCult�'Te ;and. rppsl tier 'SeT-vices. tLe ?natural Resource Conservatian
Serv-ice,;or:an aQronomst:and-as approved by the Dnysion:
11. I3'ul),_ residuals shall »ot be 1'and appiizd uila r`Iiie folio«in� ioiidi'tionst
a. If the residuals .are, likely to: adverseI3r affect a threatened or endangered species listed ;under
section 4 of the -End ar_gered "Species Act or its degia hated critical.habitat:
b: If°;the application causes. prolonged_ nuisance conditions;
Ir tile.;la:d. fa11C °to assn:tlate> the ball r sidua'Is nr the applicationcauses tiiz contras ention. of
surface;<i�Zter or,•.�.oundyc�ateratandards
d., If lh' 6-hand is Hooded; frozen>or snow--covemd.: or. is ottierwise in a condition such that runoff of
thearesiduah would occur;
e. W-Ahiii the 1007year-flood elevation, unless -the bulk• residuals are injected or incorporated within
a 14-hour period,following a residuals land application event;
f. During -a measurable precipitation e-vent-(i.e.,.,greater than 0.0.1-inch per hoar), or within..24 hours
f6ho. gins":a rai.nfaIl event of 0`.5'.inches or greater ins- 24-hour period;
e. 'Ifthe,slope.:is greater.than 1"0%;Tor'surface applied liquid residuals, or if"ihe slope is:;.greaterthan.
18°io for::-inteeted or:uicoiporated bulk.liquid residuals;.
h. If the•soil pH is;inat maintained at-;b;U or Carr r; uziiess sufficient amounts of.iime:are appiiea to
acliieve a. final soil pH of at least 60,'or if an agronomist provides information indicating that the
pHl of thesoil; -residuals ariti lie; mi, hire " S suitabic -for the spc-eif'ed crop. Ain appraj ed
variations to.:the:acceptable:.soil pH:(6":q) r��ill ;be:noted ui Attachment B;
i. ff the;and--does-:no, ha~m an established'vegetative..c93jerun essAht residuals are�dncornorated or-
igjecte&.xit4in:a.24-hourperiod follou=ing a residuals lancVapplication event;
i. If the. Nrertical. senaration benvezn- the seasotal high 'water :table :and the depth .cf :,esiauals
'application,is;less-than one foot:
Ic.. Lf fh vitl a3.sera anon of budroci` and tlie.depth o residuas appiieati��it is"less than ohz oo.
1. Application exceeds agronomic rates,
Mi , publiic"access res;r c ions apply; to residual .land. application sites.:.
a, Public access to public contact -sites. (e R,. golf,courses; parks..ball fields; etc.) shall. be restricted
for 65 -&vs after a residuals land';applicatioir event;
b. Public access. to non-public contact sites shah .be restricted for 30 dazes after :a residuals land-
applica-ion &Vent.-
13 Public access controls shall' --include the:p.ost ng of signs with a n inimu.nl area of 3 square .ieet',(e,a..
L5.T121). Each�sig i shall indicate`the activities, conducted. at,each site; perlrut number, and:name.:and.
contapt'iufci hat opY,inClupwc the Nrmitiee or alip i.mcar s ;ele none number; Si�ans shall ne,posteg
m a clearly -6sible-and conspicuous manner at.fhe entrance to each fand._appltcatton:site during a land
application event.--and:for as lone- as tiie• public access :restrictions re.guired: under Permit Condition
IILi.. apple.
y.rlrCi fCI.1A,

t
14. The following harvesting and grazing restrictions apply to residual land. application sites after each
iand,applicat ioli & nt:
Harvesting and Grazing Desciiption ' Restricted
I Duration ;
Animals shall not -be allowed to .graze.during Yand,applicatiou activities and
j
restricted,penod. Sites that are fo be used for�ardzing shall have fencing? to
! 30 days
prevent access after each land application event.
I I
Food, crops, feed crops, and fiber crops.:shall not be harvested'for.
30 days j
Turf gro-.wn on land where residuals lzaye been applied shall not be.harvested for:
I 1' months
Food"crops xith harvested parts that touch the residuatlsoil mixture and .are
1
i
totally%-above:the land'; surface (e.g; tobacco, melons; cucumbers. squash etc.),
14 months
Ad not be harvested for:
When the residuals -remain on the land surfaceMr four rtionths or longer prior to
incorporation into the soil, food crops- with. harvested pans below the land
I
root crops such aspotatoes, can-otsi radishes, etc,) shall not be
'0 monthssurface,°(e.g.,
har��ested for:
When the,residuals remain on the, land surface for less than.four months prior. to
' indorpidiation into the soil, food Crops with Mnitsted parts below the land ! 3S months
surface _shall not be'harvested for: ;
1'5. The Pernifnee shall acquire from each landowner or lesseeioperator a statement detailing the volume
of other nutrient sources (i.e...manufactured fertilizers. manures: or other animal waste products) that
have been appilr ct to. tile. Sites; ail; "IL Opl' Cif_ ttl: TT10$t re^uIli 'x lttlletit ivlalla C•in nt 1? 1 tE\TMPj 1Qi'
those operations where a ISM' is required by the US Department of Ar*ricuIttim — National, Resources
Conservation .Service '.(_NRCS) ;or other :State Agencies, The Permittee shall calculate allowable
nut e.lt ioadinsi. rates 'ease;: or, the prof ided unci ivatiotl and use,appropriate reductions..
For;the purpose of this permit condition, a Crop Management Plan (CMP).. N�"aste Utilization Plan
,(uTUP) ;or Certified Nutrient Management Plan (0,41P) shall also be considered a Nutricrlt
Manx enicnt .Plan.
I.b. No. residuals shall be land appliedunless the subnutted Land Owner Agreement Attachment (LOAA)
between the Permittee and landoximers or lessees/operators of:the land application site is in full force
ana ,effect. These ageerients shalt bP ,eonsider 'd expired concui:eut v,7tth the pen it ex t_; ration data.
and shall'be renewed during the permit renewal: process.
M MOhITORLNG AND REPORTM3 REOUIR MENTS
y: \' J1Sul2U lOntor3T I,IiC1nCl_YIOLd, 4terJialt LSSae. 5711 and surface taieiI:iin
analyses) necessary to ensure grouud«,aver and surface water protection shall be established. and an
accep., bIwz sample reporting scilt dule.slla i be foilmveth
?. 'Residuals. shall beanahced to, demonstrate they are non hazardous :under the Resource, Consen ation
and Recoverw Act (RCR_ .). Ttie anah'ses. leorrosivity. ignitabilitz•. reactiNit-%% and 'tolickv
characteristic leaching procedure (TCLF)J shall be performed at the, frequency specified in
Attachment A. and the Permitiee .sliall maintain these results for a minimum of five wears. Ar_v
exceptions from the requirzlnents in thiscondition shall be specified in Attachment A.
10 , it

A"T AC''III',91t :N`1'. A - ApOrw.ed Residual ,Sui(rces
or'1'aylursvillc
itesidtrals°:Suurce:-(.cncrtifilig lca:rlity
Cer-tifeatioll I)pte: ,l.uly G, 201.1
i'etnutN,unjl!er: NVQ00i),e).9 :(t. Vers4on:3.0
hl ixiu,unr'
nloniltirtn, �
1,
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required),, then no saillpling data lsa-equurcil dlir ilg'the period ulliltaetivily. The annual report. shall iuvIlide au explanation fits nlisAng sampling dat. a.
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51.40
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11

Allocco, Marcia
From: Allocco, Marcia
Sent: Monday, October 27, 2014 3:22 PM
To: Corporon, Joe
Subject: NC0026271- Permit renewal Town of Taylorsville
Hi Joe,
Since the Town of Taylorsville's WWTP is not a major MRO does not plan to provide a formal staff report as part of the
permit renewal. Since I did the last compliance inspection I figured I could review the application and provide
comments. Most are minor but I hope they are helpful or provide clarification. If you have any questions please do not
hesitate to contact me.
Regards,
Marcia
• Page 7 of the renewal application notes inflow and infiltration (I&I) to be 0.58 gpd. This number seems very
small relative to the permitted flow at the plant. If you review the flow history for the WWTP on page 3 the
maximum daily flow rate has been reduced from a high of 1.57 MGD 2 years ago to 0.78 MGD. Considering this
information and the noted improvements to the collection system on page 7 1 wonder what the correct I&I
should be.
• Page 8 notes their maximum and daily average TRC values as 0 ug/L. During my recent inspection I verified that
the permittee was correctly calibrating and monitoring for TRC through their field laboratory certification. The
detection level for their TRC meter is 22 ug/L so the daily maximum number should be <22 ug/L.
• The WWTP was last inspected on December 5, 2013, and appeared to be well -operated and maintained on the
day of the inspection. The upgrades to the WWTP headworks were operating well and seem to be working as
designed. The WWTP is equipped with a SCADA system and the operators utilize process control data to assist
operations. There were no issues noted during the inspection besides the wrong parameter code for
conductivity.
• MRO would support renewal of the permittee's discharge permit.
Lp4 4R.
Dlvtslon of Water Resources
Marcia Allocco, MS — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
[e-mail]
www.ncwatergualiW.org
Please note that effective Oct. 15, 2013, the MRO copy fee is $0.05/page. This applies to all copies; the first 25 pages
are no longer free.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.